CN104863357A - Integral template for concrete middle beam and construction method thereof - Google Patents
Integral template for concrete middle beam and construction method thereof Download PDFInfo
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- CN104863357A CN104863357A CN201510317057.9A CN201510317057A CN104863357A CN 104863357 A CN104863357 A CN 104863357A CN 201510317057 A CN201510317057 A CN 201510317057A CN 104863357 A CN104863357 A CN 104863357A
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- mold plate
- integral mold
- breast beam
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Abstract
The invention discloses an integral template for a concrete middle beam and a construction method thereof. The integral template for the concrete middle beam comprises two lateral templates, multiple fixtures and aluminum angle pieces. Each fixture consists of two triangular frames, a screw rod, a width limiting pipe, and two nuts. The lateral templates and the fixtures are assembled into an integral template on the ground; the integral template is entirely put on the upper end of a wall by means of lifting the lateral templates; and the fixtures are fastened to fix the lateral templates on the upper end of the wall. A casting template for one middle beam can be spliced by one or more integral templates; and the aluminum angle pieces take effect of locating the height of the middle beam and preventing the leakage of the pulp. After the concrete is preliminarily solidified, the fixtures can be released to move the lateral templates outward, and the integral template can be entirely transferred by means of lifting the lateral templates. The integral template for the concrete middle beam is not only characterized in reusability and convenient installation, but also is characterized in convenient operation, convenient detachment, less fittings, convenient carrying, and low cost, without consuming any circulating material. Therefore, the integral template for the concrete middle beam is notable in economic benefit.
Description
Technical field
The invention belongs to concrete-pouring template technical field, particularly a kind of formwork structure for concreting waist rail and construction method thereof.
Background technology
In the building of shear wall structure and frame construction, concrete aerated blocks infilled wall needs in the centre of wall to arrange the high reinforced concrete waist rail of 120mm, because concrete aerated blocks infilled wall is by a large amount of uses, concrete breast beam is widely used in structure construction, traditional way, as shown in Figure 1:
1, by waist rail height snap the line, an iron nail is followed closely every a segment distance along the line;
2, the overall width L adding the thickness of two pieces of templates according to the width of waist rail is foundation, composite board is sawn into the clamp A of " U " type as shown in Figure 1, " U " type opening be dimensioned slightly smaller than overall width L;
3, rely on iron nail to hang over wall C both sides two side template B, more successively the clamp of sawed " U " type is stuck in template, utilize the negative common difference between plate to clamp two side templates;
4, concreting complete after, with hammer after the clamp of " U " type strikes, then remove two side templates.
There is following defect in above-mentioned traditional way: the clamp of " U " type, and use the number of turnover few, demand is large, causes multiple-plate waste serious; Sponge strip mortar leakage prevention need be pasted; After removing, loose mail is more, affects turnaround speed between template layer.
Summary of the invention
In order to solve the problems of the technologies described above, the invention provides a kind of concrete breast beam integral mold plate and construction method thereof, concrete breast beam integral mold plate of the present invention needs to arrange the template needed for the high reinforced concrete waist rail of 120 ㎜ in the centre of wall for concrete aerated blocks infilled wall, it is a kind of segmentation monolithic template, not only there is feature reusable, quick for installation, also have operation convenient, remove convenient, accessory is few, be convenient to the feature of carrying, cost is low, and without the need to expending revolving material, its economic benefits.
The present invention in order to the technical scheme solving its technical problem and adopt is:
A kind of concrete breast beam integral mold plate, comprise two pieces of side templates and multiple fixture, each described fixture is by two tripods, a screw rod, a width position-limiting tube and two nuts are formed, each tripod has a vertical depression bar and an oblique support bar, the length of described depression bar is greater than the width of side template, support bar bottom is fixedly connected on depression bar, the top of described support bar and the top of described depression bar all have a pipe and two pipes flush, the external diameter of described nut is greater than the internal diameter of the pipe of supporting bar top, the length of described width position-limiting tube is the width of waist rail and the thickness sum of two pieces of side templates, screw rod is through in the pipe of two tripods and width position-limiting tube and nut is twisted and is assembled into fixture in the two ends of screw rod, and width gag lever post is between two tripods, the inner surface lower end of two pieces of side templates and be all fixed with an aluminum corner brace with waist rail height and position corresponding position, two pieces of side templates are parallel and staggered relatively, parallel and the compartment of terrain of multiple fixture is set up on two pieces of side templates and forms integral mold plate, screw rod and width position-limiting tube are positioned at the top of side template and two depression bars lay respectively at the outside of two pieces of side templates, after integral mold plate is positioned over body of wall upper end, the nut tightening screw rod two ends makes depression bar clamp side template and body of wall.
It is preferred that described width position-limiting tube is square tube.
It is preferred that the diameter of described width position-limiting tube is 20 ㎜, the diameter of described screw rod is 14 ㎜.
It is preferred that described aluminum corner brace is of a size of 1 ㎝ × 1 ㎝.
It is preferred that the lower end distance 1-3 ㎝ of described aluminum corner brace and described side template, preferably 2 ㎝.
It is preferred that described support bar has the vertical linkage section that oblique main body and autonomous agent extend straight down, the vertical linkage section of support bar is fixedly connected with the bottom of depression bar.
It is preferred that the formwork for placing of a concrete breast beam can be spliced to form along its length in body of wall upper end by multiple concrete breast beam integral mold plate.
Use the concrete breast beam construction method of above-mentioned concrete breast beam integral mold plate, carry out in the steps below:
One, assembling fixture: a screw rod to be through at simultaneously in two tripods and a width position-limiting tube and width position-limiting tube between two tripods, screwing on nut in the two ends of screw rod, completes the assembling of fixture;
Two, fixture is assembled into integral mold plate with side template: by parallel and staggered relatively for two pieces of side templates with aluminum corner brace, parallel for multiple fixture assembled and compartment of terrain is set up on two pieces of side templates, makes the screw rod of fixture and width position-limiting tube be positioned at the top of side template and depression bar is positioned at the outside of side template;
Three, integral mold plate is installed: integral mold plate is integrally placed into by the mode of lifting side template the body of wall upper end puzzled, tightens the nut at screw rod two ends, side template and body of wall are clamped by the depression bar of fixture;
Four, concreting waist rail in integral mold plate;
Five, after concrete initial set, unclamp nut, after drawing tripod outward, remove side template, by lifting the mode of side template by integral mold plate global transfer.
Saying further, can be that the cast template of a concrete breast beam is spliced to form in body of wall upper end along its length by multiple concrete breast beam integral mold plate.
The invention has the beneficial effects as follows: concrete breast beam integral mold plate of the present invention comprises two pieces of side templates, multiple fixture and aluminum corner brace, on the ground side template and fixture are spelled and be barricaded as integral mold plate, integral mold plate is set up body of wall upper end by the mode then by lifting side template, by tightening fixture, side template is fixed on body of wall upper end, the formwork for placing of a concrete breast beam can be spliced by one or more concrete breast beam integral mold plate, the effect of waist rail altitude location and mortar leakage prevention is played by the aluminum corner brace being fixed on side template bottom, after concrete initial set, unclamp fixture and get final product outside mobile side template, by lifting the mode of side template by integral mold plate global transfer, therefore, concrete breast beam integral mold plate of the present invention is after assembled completing, no matter be before and after peace is torn open, remain the globality of combination, it is a kind of segmentation monolithic template, not only have reusable, feature quick for installation, also there is operation convenient, it is convenient to remove, accessory is few, be convenient to carrying, the feature that cost is low, and without the need to expending revolving material, its economic benefits.
Accompanying drawing explanation
Fig. 1 is the traditional construction schematic diagram of concrete breast beam in prior art;
Fig. 2 is tripod structure schematic diagram of the present invention;
Fig. 3 is clamp structure schematic diagram of the present invention;
Fig. 4 is the side template structural representation being fixed with aluminum corner brace of the present invention;
The schematic diagram of Fig. 5 after to be that integral mold plate of the present invention is assembled complete;
Fig. 6 is the schematic diagram that integral mold plate of the present invention is installed on body of wall.
Detailed description of the invention
Below by way of specific instantiation, the specific embodiment of the present invention is described, those skilled in the art can understand advantage of the present invention and effect easily by content disclosed in the present specification.The present invention also can be implemented in further, different ways, that is, not departing under disclosed category, can give different modifications and change.
Embodiment: a kind of concrete breast beam integral mold plate, comprise two pieces of side templates 1 and multiple fixture 2, each described fixture is by two tripods 21, a screw rod 22, a width position-limiting tube 23 and two nuts 24 are formed, each tripod has a vertical depression bar 211 and an oblique support bar 212, the length of described depression bar is greater than the width of side template, support bar bottom is fixedly connected on depression bar, the top of described support bar and the top of described depression bar all have a pipe 213 and two pipes flush, the external diameter of described nut is greater than the internal diameter of the pipe of supporting bar top, the length of described width position-limiting tube is the width of waist rail and the thickness sum of two pieces of side templates, screw rod is through in the pipe of two tripods and width position-limiting tube and nut is twisted and is assembled into fixture in the two ends of screw rod, and width gag lever post is between two tripods, the inner surface lower end of two pieces of side templates and be all fixed with an aluminum corner brace 3 with waist rail height and position corresponding position, two pieces of side templates are parallel and staggered relatively, parallel and the compartment of terrain of multiple fixture is set up on two pieces of side templates and forms integral mold plate, screw rod and width position-limiting tube are positioned at the top of side template and two depression bars lay respectively at the outside of two pieces of side templates, after integral mold plate is positioned over body of wall 4 upper end, the nut tightening screw rod two ends makes depression bar clamp side template and body of wall.
Described width position-limiting tube is square tube, and the diameter of described width position-limiting tube is 20 ㎜, and the diameter of described screw rod is 14 ㎜.
Described aluminum corner brace is of a size of 1 ㎝ × 1 ㎝, the lower end distance 1-3 ㎝ of described aluminum corner brace and described side template, is preferably 2 ㎝.
Described support bar has the vertical linkage section that oblique main body and autonomous agent extend straight down, and the vertical linkage section of support bar is fixedly connected with the bottom of depression bar.
The formwork for placing of a concrete breast beam can be spliced to form along its length in body of wall upper end by multiple concrete breast beam integral mold plate.
Use the concrete breast beam construction method of above-mentioned concrete breast beam integral mold plate, carry out in the steps below:
One, assembling fixture: a screw rod to be through at simultaneously in two tripods and a width position-limiting tube and width position-limiting tube between two tripods, screwing on nut in the two ends of screw rod, completes the assembling of fixture;
Two, fixture is assembled into integral mold plate with side template: by parallel and staggered relatively for two pieces of side templates with aluminum corner brace, parallel for multiple fixture assembled and compartment of terrain is set up on two pieces of side templates, makes the screw rod of fixture and width position-limiting tube be positioned at the top of side template and depression bar is positioned at the outside of side template;
Three, integral mold plate is installed: integral mold plate is integrally placed into by the mode of lifting side template the body of wall upper end puzzled, tightens the nut at screw rod two ends, side template and body of wall are clamped by the depression bar of fixture;
Four, concreting waist rail in integral mold plate;
Five, after concrete initial set, unclamp nut, after drawing tripod outward, remove side template, by lifting the mode of side template by integral mold plate global transfer.
The cast template of a concrete breast beam can be spliced to form in body of wall upper end along its length by multiple concrete breast beam integral mold plate.
Above-mentioned manual and embodiment are only exemplary illustration principle of the present invention and effect thereof, are not limitations of the present invention.Any creation fallen within the scope of the claims in the present invention all belongs to the scope that the present invention protects.
Claims (9)
1. a concrete breast beam integral mold plate, it is characterized in that: comprise two pieces of side templates (1) and multiple fixture (2), each described fixture is by two tripods (21), a screw rod (22), a width position-limiting tube (23) and two nuts (24) are formed, each tripod has a vertical depression bar (211) and an oblique support bar (212), the length of described depression bar is greater than the width of side template, support bar bottom is fixedly connected on depression bar, the top of described support bar and the top of described depression bar all have a pipe (213) and two pipes flush, the external diameter of described nut is greater than the internal diameter of the pipe of supporting bar top, the length of described width position-limiting tube is the width of waist rail and the thickness sum of two pieces of side templates, screw rod is through in the pipe of two tripods and width position-limiting tube and nut is twisted and is assembled into fixture in the two ends of screw rod, and width gag lever post is between two tripods, the inner surface lower end of two pieces of side templates and be all fixed with an aluminum corner brace (3) with waist rail height and position corresponding position, two pieces of side templates are parallel and staggered relatively, parallel and the compartment of terrain of multiple fixture is set up on two pieces of side templates and forms integral mold plate, screw rod and width position-limiting tube are positioned at the top of side template and two depression bars lay respectively at the outside of two pieces of side templates, after integral mold plate is positioned over body of wall (4) upper end, the nut tightening screw rod two ends makes depression bar clamp side template and body of wall.
2. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: described width position-limiting tube is square tube.
3. concrete breast beam integral mold plate as claimed in claim 1, it is characterized in that: the diameter of described width position-limiting tube is 20 ㎜, the diameter of described screw rod is 14 ㎜.
4. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: described aluminum corner brace is of a size of 1 ㎝ × 1 ㎝.
5. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: the lower end distance 1-3 ㎝ of described aluminum corner brace and described side template.
6. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: described support bar has the vertical linkage section that oblique main body and autonomous agent extend straight down, and the vertical linkage section of support bar is fixedly connected with the bottom of depression bar.
7. concrete breast beam integral mold plate as claimed in claim 1, is characterized in that: multiple concrete breast beam integral mold plate is spliced to form the formwork for placing of a concrete breast beam along its length in body of wall upper end.
8. use a concrete breast beam construction method for the concrete breast beam integral mold plate according to any one of claim 1 to 7, it is characterized in that: carry out in the steps below:
One, assembling fixture: a screw rod to be through at simultaneously in two tripods and a width position-limiting tube and width position-limiting tube between two tripods, screwing on nut in the two ends of screw rod, completes the assembling of fixture;
Two, fixture is assembled into integral mold plate with side template: by parallel and staggered relatively for two pieces of side templates with aluminum corner brace, parallel for multiple fixture assembled and compartment of terrain is set up on two pieces of side templates, makes the screw rod of fixture and width position-limiting tube be positioned at the top of side template and depression bar is positioned at the outside of side template;
Three, integral mold plate is installed: integral mold plate is integrally placed into by the mode of lifting side template the body of wall upper end puzzled, tightens the nut at screw rod two ends, side template and body of wall are clamped by the depression bar of fixture;
Four, concreting waist rail in integral mold plate;
Five, after concrete initial set, unclamp nut, after drawing tripod outward, remove side template, by lifting the mode of side template by integral mold plate global transfer.
9. the concrete breast beam construction method using concrete breast beam integral mold plate as claimed in claim 8, is characterized in that: the cast template of a concrete breast beam is spliced to form in body of wall upper end along its length by multiple concrete breast beam integral mold plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510317057.9A CN104863357A (en) | 2015-06-11 | 2015-06-11 | Integral template for concrete middle beam and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510317057.9A CN104863357A (en) | 2015-06-11 | 2015-06-11 | Integral template for concrete middle beam and construction method thereof |
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| CN104863357A true CN104863357A (en) | 2015-08-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510317057.9A Pending CN104863357A (en) | 2015-06-11 | 2015-06-11 | Integral template for concrete middle beam and construction method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107075860A (en) * | 2014-10-28 | 2017-08-18 | O－稳定板材有限公司 | Template is arranged |
| CN109989506A (en) * | 2019-05-20 | 2019-07-09 | 中信国安建工集团有限公司 | A kind of reinforced concrete shear wall and its construction method |
| CN110359704A (en) * | 2019-06-27 | 2019-10-22 | 五冶集团上海有限公司 | A kind of waist rail, capping beam concreting mortar leakage prevention formwork erection method |
| CN113006486A (en) * | 2021-03-04 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Main building layering construction equipment |
| CN113482007A (en) * | 2021-06-22 | 2021-10-08 | 青岛业高建设工程有限公司市北分公司 | Waist beam supporting structure and construction method thereof |
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| DE20205427U1 (en) * | 2002-04-09 | 2002-08-14 | Hummel, Heinz, 49196 Bad Laer | Formwork element for supporting or ring beam formwork |
| CN201771183U (en) * | 2010-07-30 | 2011-03-23 | 江苏邗建集团有限公司 | Adjustable type waist-beam mold supporting device |
| CN102493642A (en) * | 2011-11-30 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method of adopting tool type clamp to support ground beam template side molds |
| CN202755648U (en) * | 2012-07-18 | 2013-02-27 | 中国核工业华兴建设有限公司 | Waist beam template fixture |
| CN204703504U (en) * | 2015-06-11 | 2015-10-14 | 昆山征途建筑模架应用技术有限公司 | Concrete breast beam integral mold plate |
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2015
- 2015-06-11 CN CN201510317057.9A patent/CN104863357A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE20205427U1 (en) * | 2002-04-09 | 2002-08-14 | Hummel, Heinz, 49196 Bad Laer | Formwork element for supporting or ring beam formwork |
| CN201771183U (en) * | 2010-07-30 | 2011-03-23 | 江苏邗建集团有限公司 | Adjustable type waist-beam mold supporting device |
| CN102493642A (en) * | 2011-11-30 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method of adopting tool type clamp to support ground beam template side molds |
| CN202755648U (en) * | 2012-07-18 | 2013-02-27 | 中国核工业华兴建设有限公司 | Waist beam template fixture |
| CN204703504U (en) * | 2015-06-11 | 2015-10-14 | 昆山征途建筑模架应用技术有限公司 | Concrete breast beam integral mold plate |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107075860A (en) * | 2014-10-28 | 2017-08-18 | O－稳定板材有限公司 | Template is arranged |
| CN109989506A (en) * | 2019-05-20 | 2019-07-09 | 中信国安建工集团有限公司 | A kind of reinforced concrete shear wall and its construction method |
| CN109989506B (en) * | 2019-05-20 | 2020-06-02 | 中信国安建工集团有限公司 | Construction equipment and construction method for reinforced concrete shear wall |
| CN110359704A (en) * | 2019-06-27 | 2019-10-22 | 五冶集团上海有限公司 | A kind of waist rail, capping beam concreting mortar leakage prevention formwork erection method |
| CN113006486A (en) * | 2021-03-04 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Main building layering construction equipment |
| CN113482007A (en) * | 2021-06-22 | 2021-10-08 | 青岛业高建设工程有限公司市北分公司 | Waist beam supporting structure and construction method thereof |
| CN113482007B (en) * | 2021-06-22 | 2024-02-09 | 青岛业高建设工程有限公司市北分公司 | Waist beam supporting structure and construction method thereof |
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